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GENERAL NOTES: <br /> SLIDING GLASS DOOR - NON-IMPACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND WINDOW SYSTEMS <br /> • <br /> MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING 19DO SW 44TH AVE. <br /> CODE(FBC),CURRENT EDITION. OCALA,FLORIDA 34474 <br /> 2.GLAZING OPTIONS:(SEE SHEET 4) WWW.CWS.CC <br /> 185 J"4 PANEL WIDTH' 3.APPROVED CONFIGURATIONS INCLUDE BUT ARE NOT 880 PVC <br /> LIMITED TO: SLIDING GLASS <br /> •x0•,-OX",°xx°,°Ox0°,^XXX•,°OXXO•,^Xxxv. <br /> 48 6• 'PX",•P)W."PXXX",^PXXXX",^PXXP",•PXXXXP",^PxXXXXXP", DOOR- <br /> MAX.PANEL WIDTH � PXXXXXXXxP" NON-IMPACT <br /> A` POCKET 2 TRACK,3 TRACK,4 TRACK <br /> 4.DESIGN PRESSURE RATING: <br /> -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE <br /> 40&"GLASS DLO ii AND GLASS TABLES ASTM E-1300-04. Qo <br /> -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE, <br /> II WATER INFILTRATION TEST PRESSURE AND GLASS TABLES m <br /> I II ASTM E-1300.04. co <br /> Z 96" <br /> MAX. 5.ANCHORAGE:THE 33 113%STRESS INCREASE HAS NOT BEEN O <br /> UNIT B I II C B USED IN THE DESIGN OF THIS PRODUCT.SEE SHEETS 10-11 U) <br /> HEIGHT I II 11 FOR ANCHOR DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 Z > <br /> I II B WAS USED FOR WOOD ANCHOR CALCULATIONS. O <br /> 93g' I II I 11 d <br /> MAX. I �/V �/v II �/v X F 6.NOT APPROVED FOR IMPACT RESISTANCE. IMPACT <br /> PANEL 12 PROTECTIVE SYSTEM REQUIRED IN WIND BORNE DEBRIS <br /> HEIGHT I II REGION. W <br /> 15• <br /> GLASS II 12 7.ALL FRAMES ARE PROCESSED AND SCREWED <br /> TOGETHER.VENTS ARE PROCESSED AND THERMAL WELDED O <br /> I DLO II Z <br /> II TOGETHER. `,��%%" OR 41��T y�i <br /> II I 8.SERIES/MODEL DESIGNATION SGD-880. �J ps;:'�GENS GQ i� •• <br /> .G• � F .y4 <br /> Jr <br /> L <br /> II 9.THE DESIGNATION X AND O STAND FOR THE FOLLOWING: No 58201 ';P C <br /> X=OPERABLE SASH,O=FIXED SASH,P=POCKET/HOOKSTRIP *: e <br /> =•0_ ;ac <br /> E D A A 10.SECTION CALLOUTS APPLY TO ALL CONFIGURATIONS IN A ^'P i STATE OF .4U <br /> 12 12 11 SIMILAR LOCATION. 'O•cFSA' O R%91?. <br /> 11.WEEP SLOTS=1/2•x 1"LOCATED @ BOTH ENDS. �� ,,NA;E ���, <br /> Lucas A.Tumer X.:;-;, <br /> 2016-07-06 7/6/2016 <br /> 23:05-04:00 LUCAS A.TURNER,P.E. <br /> FL PE 11158201 <br /> 1239 JABARA AVE. <br /> NORTH PORT,FL 34288 <br /> PH.941-380-1574 <br /> TABLE OF CONTENTS SHEET DESCRIPTION: <br /> GENERAL NOTES AND <br /> GENERAL NOTES&ELEVATIONS DESIGN PRESSURE ELEVATIONS <br /> DP CHART...........................................2 MAX.PANEL SIZE RATING IMPACT RATING DRAWN BY: DATE: <br /> SECTION VIEWS.................................3 <br /> BOM&GLAZING DETAIL....................4 BLZ 04/20/16 <br /> EXTRUSIONS...................................5-6 48-15/16"x 93-3/8" +/-65 PSF NONE DWG a: REV.: <br /> TRACK WIDTHS..................................7 <br /> ANCHOR SCHEDULE&NOTES CWS-1147 - <br /> ANCHOR PATTERNS.....................9-10 SCALE: SHEET <br /> INSTALLATION DETAILS.............11-12 •(4)PANELS SHOWN:UNLIMITED NUMBER OF PANELS IS ALLOWABLE AS LONG AS INDIVIDUAL PANELS DO NOT EXCEED PANEL SIZE AS SHOWN. 1:30 1 OF 12 <br />